Page 29 - tech fest 2025 ב״ש חוברת תקצירים

Planning and Execution of a Residential Building in Be'er-Sheva
BCE-A-01
Yaron Bismut; ybismut2101@gmail.com
Advisor: Eng. Bareket Benjamine
SCE - Shamoon College of Engineering, Be’er-Sheva
This project involved the planning and construction of a 14-story residential building in Be’er-Sheva, featuring four apartments per floor (excluding the penthouse), approximately 720 m2 of floor area, and an underground parking lot. Each apartment includes a protected space (emergency shelter) for safety. The design emphasized structural stability and durability through advanced materials, with a focus on reinforced concrete frameworks, load-bearing walls, columns, and beams in line with Israeli standards. The project also aimed to optimize construction timelines, ensuring high-quality execution. A site management plan covered scheduling, cost estimation, safety, and environmental considerations, aiming to minimize waste and promote energy efficiency. The project integrated structural planning, efficient execution, and long-term sustainability to create a comfortable living environment.
Keywords: apartments, construction, durability, foundation, stability
Structural Design of Reinforced Concrete Residential Building, Ofakim
BCE-A-02
Liel Hajaj; lielhajaj@gmail.com
Advisor: Eng. Shlomi Hazan
SCE - Shamoon College of Engineering, Be’er-Sheva
This project focused on the structural design of a 12-story reinforced concrete residential building in the Hapark neighborhood of the southern city of Ofakim. The plan called for a parking floor, ground floor, eight typical residential floors, and a penthouse. The total building height is 34.54 meters, with each floor area comprised of 530 m2 for apartments and 80 m2 for balconies. The design included typical ceiling alternatives (flat slabs on columns or beams, ribbed slabs) based on optimization criteria. The structural design also addressed nontypical floors (penthouse, ground floor, basement), staircases, and reinforcement needs. Earthquake resistance calculations followed Israeli Standard 413, using static and modal analysis. The foundation, supported by piles, was designed based on soil report findings. The project integrated advanced structural analysis, ensuring stability, durability, and compliance with regulatory standards.
Keywords: analysis, design, earthquake, foundation, reinforcement
Book of Abstracts | 2025
29